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This paper evaluates the resistance of Reinforced Concrete (RC) beam-column joints using the Modified Compression Field Theory (MCFT) through non-linear FEM analysis under seismic loading. The study compares results from numerical models with benchmarks from literature and assesses the joint shear strength using MCFT and the proposed design methods in the fib Model Code 2020. The findings indicate the feasibility of treating the joint panel as an isolated RC membrane under shear and compression, with implic

Author

angelo marchisella

Language

EN